ESBD_361754_1717708428632_Bid No. 24-28 Plans FY 2021-2022 Sanitary Sewer Replacements #22-10-04_Part5.pdf
PDF 6 MB Posted
- Solicitation number
- NO24-28
- Issued by
- Walker County, Humble City, Texas
About this file
This document is a Notice to Bidders for the FY 2021-2022 Sanitary Sewer Line Replacements, Project No. 22-10-04, Bid No. 24-28 in the City of Huntsville, Texas. The project includes the replacement of sanitary sewer lines and other related improvements. Sealed bids are due by 2:00 p.m. Central Time on July 9, 2024, at which time they will be publicly opened and read. A pre-bid conference will be held on June 18, 2024 at 10:00 a.m. Central Time. The estimated cost of the project is $1,769,292, and the work is to be completed within 180 calendar days from the Notice to Proceed.
The bid documents may be obtained digitally from the City of Huntsville website, the Electronic State Business Daily, CivcastUSA, and Public Purchase websites. The City reserves the right to accept the most advantageous bid or reject any or all bids. The project will be funded by the City of Huntsville, and no set-asides or specific pricing terms are mentioned.
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JAMES L. BIELSTEIN
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SANITARY DETAIL 10
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JAMES L. BIELSTEIN
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SEWER DETAIL 1
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6' MIN.
TO DITCH LINE OR MIN. 10'
1/2" WIDE
STAINLESS
STEEL STRAP,
10 GAUGE (4
REQUIRED)
4' MIN.
CARRIER PIPE
STEEL CASING
OAK OR
WOLMANIZED
@ .6 CCA
SKIDS
NATURAL
GROUND
CARRIER PIPE
EASEMENT PIPE
CLASS 150 D.I. MECHANICAL JOINT
PAVEMENT
5' MIN.
HIGHWAY CROSSING
N.T.S.
STEEL
CASING
CARRIER PIPE
NOTES:
1. SPACING BETWEEN TIMBERS:
= 90° FOR 12" AND UNDER,
= 60° FOR PIPE OVER 12".
2. CASING SIZE AND THICKNESS SHALL CONFORM
TO THE MINIMUM REQUIREMENTS AS SHOWN
ON CASING SCHEDULE, OTHER PERMITS AS
REQUIRED.
3. MAINTAIN 1 2" MINIMUM CLEARANCE BETWEEN
THE MAXIMUM OUTSIDE DIAMETER OF CARRIER
PIPE AND CASING AT ALL LOCATIONS.
4. DIMENSIONS ARE APPROXIMATE ONLY.
CONTRACTOR SHALL INSTALL ADEQUATELY
SIZED CASING TO ACCOMMODATE THE
CARRIER PIPE.
6' MAX.
SPACING
ELEVATION
4'
TYPICAL
OAK
SKIDS-SECURELY
FASTEN TO
CARRIER PIPE
(2"x2" MIN.)
12" BEVELED
ENDS (TYP.) SEAL
NOTES:
1. STEEL CASING SHALL HAVE COMPLETE WELDED JOINTS.
2. STEEL CASING SHALL BE USED IN ALL BOXES.
3. CORRUGATED METAL PIPE (C.M.P.) SHALL BE USED ONLY AS CASING WHEN BORING DRIVEWAQYS AND WHEN LAID IN
OPEN-CUT TRENCH INSTALLATION.
DEPARTMENT OF ENGINEERING &
MAPPING/ENGINEERING
HUNTSVILLE, TEXAS
DIVISION
CITY OF
NAME: STANDARD BORE CROSSING
WATER
DRAWN DATE:
SCALE: N.T.S.
APPROVED BY: YSR
10/21/2016 WLSIII City Service Center
448 State Highway 75 Huntsville, TX 77320
CATEGORY:
DRAWN BY:
REV#
ISSUER
MAM
CITY OF HUNTSVILLE STANDARD DETAILS
STANDARD BORE CROSSING
HIGHWAY
DATE
07/31/2018
APPROVER SHEET
W-53 47503 October 23
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JAMES L. BIELSTEIN
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WATER DETAIL 1
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AS SPECIFIED
STEEL CASING
5' MIN.
1/2" WIDE
STAINLESS
STEEL STRAP,
10 GAUGE (4
REQUIRED)
OAK OR
WOLMANIZED
@ .6 CCA
SKIDS
CARRIER PIPE
CARRIER PIPE
CLASS 150 D.I. MECHANICAL JOINT
EASEMENT PIPE
SINGLE TRACK CROSSING
N.T.S.
PAVEMENT
5' MIN.
STEEL
CASING
NOTES:
1. SPACING BETWEEN TIMBERS:
= 90° FOR 12" AND UNDER,
= 60° FOR PIPE OVER 12".
2. CASING SIZE AND THICKNESS SHALL CONFORM
TO THE MINIMUM REQUIREMENTS AS SHOWN
ON CASING SCHEDULE, OTHER PERMITS AS
REQUIRED.
3. MAINTAIN 1 2" MINIMUM CLEARANCE BETWEEN
THE MAXIMUM OUTSIDE DIAMETER OF CARRIER
PIPE AND CASING AT ALL LOCATIONS.
4. DIMENSIONS ARE APPROXIMATE ONLY.
CONTRACTOR SHALL INSTALL ADEQUATELY
SIZED CASING TO ACCOMMODATE THE
CARRIER PIPE.
CARRIER PIPE
6' MAX.
SPACING
ELEVATION
4'
TYPICAL
OAK
SKIDS-SECURELY
FASTEN TO
CARRIER PIPE
(2"x2" MIN.)
2" BEVELED
ENDS (TYP.) SEAL
NATURAL
GROUND
NOTES:
1. STEEL CASING SHALL HAVE COMPLETE WELDED JOINTS.
2. STEEL CASING SHALL BE USED IN ALL BOXES.
3. CORRUGATED METAL PIPE (C.M.P.) SHALL BE USED ONLY AS CASING WHEN BORING DRIVEWAQYS AND WHEN LAID IN
OPEN-CUT TRENCH INSTALLATION.
DEPARTMENT OF ENGINEERING &
MAPPING/ENGINEERING
HUNTSVILLE, TEXAS
DIVISION
CITY OF
NAME: STANDARD BORE CROSSING
WATER
DRAWN DATE:
SCALE: N.T.S.
APPROVED BY: YSR
10/21/2016 WLSIII City Service Center
448 State Highway 75 Huntsville, TX 77320
CATEGORY:
DRAWN BY:
REV#
ISSUER
MAM
CITY OF HUNTSVILLE STANDARD DETAILS
STANDARD BORE CROSSING
SINGLE TRACK
DATE
07/31/2018
APPROVER SHEET
W-52
WITHIN STREET
RIGHT-OF-WAY AS APPROVED BY CITY ENGINEER
OUTSIDE STREET RIGHT-OF-WAY
T-CUT & PAVEMENT
RESURFACING
EXISTING PAVEMENT
CEMENT STABILIZED ROCK
2 SACK PER YARD
12"
BACKFILL
(SEE NOTE 2)
TRACER WIRE
(SEE NOTE 4)
BACKFILL
(SEE NOTE 3)
SHORING/TRENCH
CLEARANCE WIDTH
TABLE
"D" nom. "A" min.
(in.) (in.)
4-10
12-16 18-21 24-30 36-72
6"
PIPE ZONE
D/2 D
BEDDING
6"
NOTES:
1. THESE TRENCH BACKFILL REQUIREMENTS APPLY TO ALL PUBLIC UTILITY PIPES.
2. FOR TRENCHES 12" WIDE OR LESS IN STREETS WITH CLASSIFICATIONS HIGHER THAN RESIDENTIAL, USE SELECT FILL.
FOR ALL OTHER TRENCHES, USE 3/4" - 0" AGGREGATE COMPACTED TO 95% OF MAX DENSITY.
3. USE SELECT BACKFILL COMPACTED TO 90% OF MAX DENSITY.
4. TRACER WIRE SHALL BE PLACED ABOVE NON-METALLIC PIPE AND 2 FEET BELOW FINISHED GRADE.
5. RESTORE TO ORIGINAL CONDITIONS OR BETTER.
A
SHORING/TRENCH
CLEARANCE WIDTH
SEE TABLE ABOVE
RESTORE TO PRE-EXISTING
CONDITIONS OR BETTER
4" - 0" PIPE BEDDING AND
PIPE ZONE MATERIAL
CEMENT STABILIZED SAND
HUNTSVILLE, TEXAS
ENGINEERING DEPARTMENT
CITY OF
NAME: PIPE TRENCH BACKFILL
WATER
DRAWN DATE:
SCALE: N.T.S.
APPROVED BY: YSR
10/26/2016 WLSIII City Service Center
448 State Highway 75 Huntsville, TX 77320
CATEGORY:
DRAWN BY:
REV#
CITY OF HUNTSVILLE STANDARD DETAILS
PIPE TRENCH BACKFILL
ISSUER
MAM
MAM
DATE
07/31/2018 10/16/2019
APPROVER
RAM
W-54
SHEET
VA
R
IA
BL
E D
EP
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O F
C U
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JAMES L. BIELSTEIN
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WATER DETAIL 2
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6"
EXCAVATION LIMITS
PIPE DIA. 6" 6"
FINISHED GRADE
EXCAVATION LIMITS
PIPE DIA. 6"
90° 90°
1/4 D (Min. 4")
EXISTING GRANULAR MATERIAL
CLASS - 1
6"
EXCAVATION LIMITS
PIPE DIA.
GRANULAR EMBEDMENT (SAND)
CLASS - 2
6"
FINISHED GRADE
6"
EXCAVATION LIMITS
PIPE DIA. 6"
6"
1/2 D (Min. 4") 4"
GRANULAR EMBEDMENT
(SELECTED - SAND)
CLASS - 3
NOTES:
1. CLASS OF BEDDING REQUIRED SHALL BE BASED ON THE TYPE OF SOIL ENCOUNTERED IN EXCAVATION.
2. MINIMUM TRENCH WIDTH SHALL BE PIPE OUTSIDE DIAMETER (O.D.) + 12 INCHES.
3. BACKFILL ABOVE THE BEDDING SHALL CONFORM TO, "UTILITY TRENCH REPAIR" STANDARD DRAWING, SHEET 2 OF 2.
4. REFER TO STANDARD SPECIFICATION ITEMS FOR MATERIAL AND CONSTRUCTION REQUIREMENTS.
5. ALL TRENCHES WITHIN 3 FEET OF EXISTING CURB MUST BE BACKFILLED WITH 2 SACK PER CUBIC YARD CEMENT
STABILIZED SAND.
2000 PSI CONCRETE
CLASS - 4
HUNTSVILLE, TEXAS
ENGINEERING DEPARTMENT CITY OF HUNTSVILLE STANDARD DETAILS
CITY OF
NAME: PIPE BEDDING
CATEGORY:
DRAWN BY:
DRAWN DATE:
SCALE: N.T.S.
APPROVED BY: YSR
UTILITIES-WATER/SEWER
10/18/2016
WLSIII City Service Center 448 State Highway 75 Huntsville, TX 77320
REV#
ISSUER
MAM
MAM
PIPE BEDDING
CLASSES I - IV
DATE
07/31/2018 10/21/2019
APPROVER
RAM
W-55
SHEET
UNPAVED
ASPHALT SURFACE
STABILIZED BASE
GRAVEL SURFACE
1/10 TRENCH DEPTH
3 6"
2 1
6"
12" MIN.
8" 12"
CONCRETE
PAVEMENT
12" MIN.
1. SELECT MATERIAL *
2. 2-SACK CEMENT STABILIZED SAND *
3. CRUSHED ROCK, IRON ORE BASE MATERIAL **
4. 2-SACK CEMENT STABILIZED SAND **
5. H.M.A.C. PAVEMENT
6. CLASS "A" CONCRETE PAVEMENT, REINFORCED TO MATCH EXISTING PAVEMENT
* COMPACTION BY TAMPING, VIBRATION OR JETTING AS APPROPRIATE.
** TAMPED PNEUMATICALLY OR MECHANICALLY TO 95% MODIFIED PROCTOR DENSITY.
NOTES:
1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO CITY OF HUNTSVILLE STANDARD SPECIFICATIONS.
2. STABILIZED SAND BACKFILL REQUIREMENTS TO EXTEND 3 FEET BEHIND ANY CURB AND GUTTER OR OTHER
CONCRETE STRUCTURE AND TO DITCH FLOW LINE ON NON-CURB AND GUTTER STREETS.
3. WHERE 50% OR MORE OF THE SURFACE ARE OF PAVEMENT HAS BEEN REMOVED OR DAMAGED, CALCULATED AT
INTERVALS OF ONE BLOCK OR 350 LINEAR FEET (WHICH EVER IS LESS), FULL WIDTH RESTORATION SHALL BE REQUIRED. ANY STRIP OF REMAINING PAVEMENT LESS THAN 2 FEET IN WIDTH ALONG CURB AND GUTTER OR
PAVEMENT EDGE, SHALL BE REMOVED AND REPLACED.
4. UTILITY CROSSINGS OF CITY STREETS MUST BE BORED, UNLESS PERMISSION FOR A STREET CUT HAS BEEN GIVEN IN WRITING BY THE CITY ENGINEER. STREET CUTS PARALLEL TO CERTERLINE MUST BE APPROVED BY THE CITY
ENGINEER AND WILL REQUIRE RESURFACING BY A PAVING MACHINE.
5. STREET SURFACING SHALL BE TRIMMED TO NEAT STRAIGHT LINE WITH EDGES FREE OF DUST, MOISTURE OR
LOOSE MATERIAL.
6. ALL COLD JOINT SURFACES SHALL BE TACKED WITH EMULSION WHICH SHALL HAVE "BROKEN" PRIOR TO PATCHING.
7. COMPLETED PATCH SHALL NOT DEVIATE FROM EXISTING SURFACE MORE THAN .03 FEET/10 FEET IN PROFILE OR .05
FEET/10 FEET IN CROSS-SECTION WHEN MEASURED WITH A 10 FEET STRAIGHT EDGE.
8. COMPLETE PATCH SHALL NOT POND WATER IN EXCESS OF .01 FOOT.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF STREEET REPAIR FOR ONE YEAR AFTER
INSTALLATION.
10. ALL TRENCHES 4 FEET DEEP OR DEEPER MUST BE SHORED.
HUNTSVILLE, TEXAS
ENGINEERING DEPARTMENT
CITY OF
NAME:
CATEGORY:
DRAWN BY:
UTILITIES-WATER/SEWER
UTILITY TRENCH REPAIR
DRAWN DATE:
SCALE: N.T.S.
APPROVED BY: YSR
10/18/2016 WLSIII City Service Center
448 State Highway 75 Huntsville, TX 77320
REV#
CITY OF HUNTSVILLE STANDARD DETAILS
UTILITY TRENCH REPAIR
ISSUER
MAM
MAM
DATE
07/31/2018
10/21/2019
APPROVER
RAM
W-56
SHEET
47503 October 23
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JAMES L. BIELSTEIN
AutoCAD SHX Text
WATER DETAIL 3
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TEE PLUGGED CROSS WYE PLUG OR CAP
BEND PLUGGED CROSS PLUGGED TEE
A1
VERTICAL
A2
FITTING TEE, WYE, OR
(INCHES)
SIZE
PLUG OR
CAP
1.3
2.8 5.1
7.9
11.3 15.3 20.0 25.3
31.3
45.3
CONCRETE THRUST BLOCK SCHEDULE
(BEARING AREA OF THRUST BLOCKS IN SQUARE FEET)
90 BEND TEE PLUGGED
PLUGGED
CROSS
1.9
4.0
7.1 11.2
16.0
21.7 28.4
36.0
44.4
64.0
ON RUN BEND
A1A2 2.5
5.7 10.1
15.7 22.7
30.7 40.0
50.7
62.7
90.7
1.9 4.0 7.1
11.2
16.0
21.7
28.4 36.0
44.4
64.0
1.3 2.1 3.9
6.1 8.8
11.9
15.5 19.5
24.1
34.9
1.3
1.3
2.0
3.2 4.5 6.1
8.0
10.1
12.5
18.1
1.3
1.3
1.3 1.6 2.3 3.1
4.0 5.1
6.3
9.1
BEND
22 1/2 11 1/4
BEND BEND
FITTING
SIZE
4"
6"
8" 12" 16"
FITTING
4" - 12"
14" - 16"
SIZE
VERTICAL
VOLUME OF THRUST BLOCK
IN CUBIC YARDS
BEND
1.1
2.7
4.0 8.5 14.8
SIZE
ROD
#6
#8
BEND
22 1/2
0.4
1.0
1.5 3.2 5.6
VERTICAL BEND
EMBEDMENT
BEND
Above bearing areas based on test pressure of 150 psi and an allowable soil bearing strength of 1,500 pounds per square foot. To compute bearing areas for different test pressures and soil bearing stresses, use the following equation:
BEARING AREA = (TEST PRESSURE / 150) x (1,500 / SOIL BEARING STRESS) x (TABLE VALUE)
NOTES:
1. Concrete thrust blocking to be poured against undisturbed earth. (Min. strength of concrete 3000 psi)
2. Keep concrete clear of joint and accessories. Install 12 mil total thickness polyethylene sheet around fitting.
Secure sheet ends to prevent infiltration of dirt between sheet and pipe fitting prior to pouring thrust blocking.
Protect mechanical joint followers and bolts from concrete with temporary forms and 12 mil polyethylene sheeting.
3. The required thrust bearing areas for special connections are shown.
4. If not shown on plans, required bearing areas at fitting shall be as indicated above, adjust if necessary, to conform to the test pressure(s) and allowable soil bearing stress(es) stated in the Special Specifications.
5. Bearing areas and special blocking details shown on plans take precedence over bearing areas and blocking details shown on this Standard Dwg. Bearing area of thrust blocks is in square feet.
6. Vertical changes in direction require specific designs for thrust blocks.
DEPARTMENT OF ENGINEERING &
MAPPING/ENGINEERING
HUNTSVILLE, TEXAS
DIVISION
CITY OF
NAME: HORIZONTAL/VERT. BLOCKING
WATER
DRAWN DATE:
SCALE: N.T.S.
APPROVED BY: YSR
10/25/2016 WLSIII City Service Center
448 State Highway 75 Huntsville, TX 77320
CATEGORY:
DRAWN BY:
REV#
CONCRETE CRADLE VERTICAL BENDS
CITY OF HUNTSVILLE STANDARD DETAILS
HORIZONTAL BLOCKING
ISSUER
MAM
DATE
07/31/2018
APPROVER SHEET
W-57
BEND
11 1/4
0.2
0.4
0.6 1.3 2.3
TOTAL AREA EQUALS AREA
REQUIRED FOR TEE
A
1/2 AREA REQUIRED
FOR 90° BEND
1/4 PIPE DIAMETER
8" MINIMUM
MAX. SLOPE 1
A
1' MINIMUM
SECTION "A"
A
CONSTRUCTION KEY NOTES:
A. LENGTH "Y & W" AS REQUIRED TO OBTAIN BEARING
AREA AGAINST UNDISTURBED SOIL.
B. ADDITIONAL EXCAVATION IF NECESSARY TO
OBTAIN REQUIRED BEARING AREA.
C. MINIMUM THRUST BLOCK AREA REQUIREMENTS
FOR (Y & W) AS FOLLOWS:
4" & LESS
PIPE
SIZE
6" 8"
10" 12" 16"
18"
NOTES:
1. TABLE IS BASED ON 2000#/SQ. FT. SOIL. IF CONDITIONS ARE FOUND TO INDICATE SOIL BEARING IS LESS, THE AREAS
SHALL BE INCREASED ACCORDINGLY.
2. AREAS FOR PIPE LARGER THAN 18" SHALL BE CALCULATED.
3. CONCRETE SHALL HAVE A MINIMUM COMPRESSION STRENGTH OF 2500 PSI.
4. THRUST BLOCK IS TO EXTEND TO UNDISTURBED SOIL.
5. SIZE MAY BE DECREASED FOR LESSER DEGREE BENDS AS DETERMINED BY ENGINEER.
6. KEEP CONCRETE CLEAR OF M.J. OR BELL AND SPIGOT JOINTS.
7. BLOCK IN A SIMILAR MANNER AT TEES, HYDRANTS, PLUG OR OTHER LOCATIONS AS REQUIRED.
8. WHEN NECESSARY ADDITIONAL THRUST RESTRAINT METHODS MAY BE USED, SUCH AS MECHANICAL JOINT
RESTRAINTS, TIE-RODS (INSTALLED PER MANUFACTURERS' RECOMMENDATIONS) OR OTHER APPROVED METHODS.
DEPARTMENT OF ENGINEERING &
MAPPING/ENGINEERING
HUNTSVILLE, TEXAS
DIVISION
CITY OF
NAME: CONCRETE THRUST BLOCKING
WATER
DRAWN DATE:
SCALE: N.T.S.
APPROVED BY: YSR
10/31/2016 WLSIII City Service Center
448 State Highway 75 Huntsville, TX 77320
CATEGORY:
DRAWN BY:
REV#
WATER PIPE
TEE, DEAD END
90° BEND
3 SQ. FEET
4 SQ. FEET
6 SQ. FEET
9 SQ. FEET
13 SQ. FEET
23 SQ. FEET
29 SQ. FEET
45° AND
22 1/2° BENDS
3 SQ. FEET
3 SQ. FEET
3 SQ. FEET
5 SQ. FEET
7 SQ. FEET
12 SQ. FEET
15 SQ. FEET
CONCRETE THRUST BLOCKING
CITY OF HUNTSVILLE STANDARD DETAILS
ISSUER
MAM
DATE
07/31/2018
APPROVER SHEET
W-59
THRUST BLOCK
AREA (Y & W)
W
A
A
Y
47503 October 23
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JAMES L. BIELSTEIN
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FINISHED GRADE
CONSTRUCTION KEY NOTES:
TOP OF SUBGRADE A. COVER FOR WATER MAINS SHALL DEPEND
ON THE PIPE SIZE AND THE FOLLOWING INSTALLATION
CONDITIONS,
D1 CONDITION A - NORMAL LINE INSTALLATION, STREET AND
DRAINAGE PROJECTS, WATERLINE
RELOCATION
CONDITION B - NEW SUBDIVISIONS, NON-PAVED AREA
EMBEDMENT AS SPECIFIED
AND SHALL BE AS FOLLOWS:
PIPE SIZE
6", 8" 6", 8"
APPROVED PIPE 12" & LARGER
A B
CONDITION DIMENSION
D1 = 4' D1 = 4'
D1 = 5'A OR B
NOTES:
1. REFER TO UTILITY DETAIL FOR PAVEMENT REPLACEMENT AND BACKFILL REQUIREMENTS.
2. TRENCH SAFETY SYSTEMS SHALL BE USED WHEN TRENCH DEPTH EXCEEDS 5 FEET.
DEPARTMENT OF ENGINEERING &
MAPPING/ENGINEERING
HUNTSVILLE, TEXAS
DIVISION
CITY OF
NAME: COVER FOR WATER MAINS
WATER
DRAWN DATE:
SCALE: N.T.S.
APPROVED BY: YSR
10/16/2016 WLSIII City Service Center
448 State Highway 75 Huntsville, TX 77320
CATEGORY:
DRAWN BY:
REV#
CITY OF HUNTSVILLE STANDARD DETAILS
COVER FOR WATER MAINS
ISSUER
MAM
DATE
07/31/2018
APPROVER SHEET
W-60
GENERAL NOTES:
1. NEW OR EXISTING POTABLE WATER AND SANITARY SEWER MAINS.
2. SEPARATION DISTANCES SHALL FOLLOW TEXAS COMMISSION ON
ENVIRONMENTAL QUALITY STANDARD REQUIREMENTS.
CONSTRUCTION KEY NOTES
WHEN STANDARD NINE (9) FOOT SEPARATION DISTANCE CANNOT BE
ACHIEVED, SEPARATION SHALL BE DETERMINED ACCORDING TO THE
FOLLOWING CONDITIONS:
CASE 1. GRAVITY SANITARY SEWER MAIN OR FORCE MAIN PARALLEL TO
POTABLE WATER MAIN (PER TCEQ §290.44(e)(4)(A)).
· LOCATION: WATER ABOVE SEWER OR FORCE MAIN.
· SEWER MATERIALS: EXISTING GRAVITY MAIN (PVC SDR35 OR CLAY)
OR FORCE MAIN TO REMAIN IF NOT LEAKING-IF LEAKING, MUST BE
REPLACED WITH PVC (150 PSI) OR DI. NEW GRAVITY MAIN OR FORCE
MAIN REQUIRES PVC (150 PSI) OR DI.
· SEPARATE TRENCHES SHALL BE USED.
CASE 2. NEW POTABLE WATER MAIN CROSSING EXISTING GRAVITY SANITARY
SEWER MAIN OR EXISTING FORCE MAIN (PER TCEQ §290.44(e)(4)(B)(i) AND §290.44(e)(4)(B)(ii).
· LOCATION: WATER ABOVE SEWER OR FORCE MAIN.
· SEWER MATERIALS: EXISTING GRAVITY MAIN (PVC SDR35 OR CLAY)
OR FORCE MAIN TO REMAIN IF NOT LEAKING-IF LEAKING, REPLACE
ONE PIPE SEGMENT PER CASE 3 REQUIREMENTS.
· CENTER ONE SEGMENT OF WATER PIPE OVER SEWER MAIN OR FORCE
MAIN.
· MINIMUM PIPE SEGMENT LENGTH FOR WATER PIPE SHALL BE 18 FEET
LONG.
CASE 3. NEW POTABLE WATER MAIN CROSSING NEW GRAVITY SANITARY
SEWER MAIN OR NEW FORCE MAIN (PER TCEQ §290.44(e)(4)(B)(iii), §290.44(e)(4)(B)(v) AND §290.44(e)(4)(B)(iv)(I).
· LOCATION: WATER ABOVE SEWER OR FORCE MAIN.
· SEWER MATERIALS: NEW GRAVITY MAIN - PVC (150 PSI) or DI
REQUIRED, CENTER UNDER WATER MAIN. NEW FORCE MAIN - PVC
(150PSI) OR DI REQUIRED. FORCE MAIN TO BE EMBEDDED IN CEMENT
STABILIZED BACKFILL THE TOTAL LENGTH OF ONE PIPE PLUS 12"
BEYOND THE JOINT AT EACH END.
· CENTER ONE SEGMENT OF WATER PIPE OVER SEWER PIPE OR FORCE
MAIN.
· MINIMUM PIPE SEGMENT LENGTH FOR WATER AND SEWER SHALL BE
18 FEET LONG.
· FOR NEW GRAVITY SEWER ONLY, IN LIEU OF PVC (150PSI) OR DI,
INSTALL ONE PIPE SEGMENT OF SDR35; SEWER MAIN MUST BE
EMBEDDED IN CEMENT STABILIZED BACKFILL THE TOTAL LENGTH OF
ONE PIPE PLUS 12" BEYOND THE JOINT AT EACH END.
CASE 4. NEW POTABLE WATER MAIN CROSSING NEW GRAVITY SANITARY
SEWER MAIN OR NEW FORCE MAIN (PER TCEQ §290.44(e)(4)(B)(iv)(II)).
· LOCATION: WATER ABOVE SEWER OR FORCE MAIN.
· SEWER MATERIALS: NEW GRAVITY MAIN - SDR35 ACCEPTABLE, NEW
FORCE MAIN - PVC (150PSI) OR DI REQUIRED. IN ADDITION, SEWER
MAIN OR FORCE MAIN MUST BE ENCASED IN DI OR STEEL, TWO
NOMINAL SIZES LARGER THAN MAIN AND AT LEAST 18 FEET LONG.
· CENTER CASING PIPE ON WATER MAIN.
CASE 5. NEW GRAVITY SANITARY SEWER MAIN OR NEW FORCE MAIN
CROSSING NEW POTABLE WATER MAIN (PER TCEQ
§290.44(e)(4)(B)(iv)(III)).
· LOCATION: SEWER OR FORCE MAIN ABOVE WATER.
· NEW GRAVITY MAIN OR FORCE MAIN REQUIRES ONE PIPE SEGMENT OF
PVC (150 PSI) OR DI. IN ADDITION, WATER MUST BE DI OR STEEL OR
ENCASED IN DI OR STEEL, TWO NOMINAL SIZES LARGER THAN MAIN
AND AT LEAST 18 FEET LONG.
· CENTER ONE SEGMENT OF SEWER PIPE ON WATER MAIN.
DEPARTMENT OF ENGINEERING &
MAPPING/ENGINEERING
HUNTSVILLE, TEXAS
DIVISION
CITY OF
NAME: SEPARATION DISTANCE
WATER
DRAWN DATE:
SCALE: N.T.S.
APPROVED BY:MMC
06/08/2018 DAC City Service Center
448 State Highway 75 Huntsville, TX 77320
CATEGORY:
DRAWN BY:
REV#
CITY OF HUNTSVILLE STANDARD DETAILS
SEPARATION DISTANCE
SANITARY SEWER AND POTABLE WATER
ISSUER
MAM
DATE
07/31/2018
APPROVER SHEET
W-61 47503 October 23
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JAMES L. BIELSTEIN
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WATER DETAIL 5
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NOTES:
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH STAPLES OR WITH WIRE TIES.
2. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE, WITH TIES SPACED EVERY 24 INCHES AT TOP AND
MIDSECTION.
3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED 6 INCHES AT THE POSTS, AND FOLDED.
4. IF HOT ROLLED STEEL POSTS ARE USED, MAXIMUM POST SPACING CAN BE 6 FEET.
DEPARTMENT OF ENGINEERING &
MAPPING/ENGINEERING
HUNTSVILLE, TEXAS
DIVISION
CITY OF
NAME:
CATEGORY:
DRAWN BY:
STORM WATER CONTROL
INLET PROTECTION BARRIERS
DRAWN DATE:
SCALE: N.T.S.
APPROVED BY: YSR
11/22/2016 WLSIII City Service Center
448 State Highway 75 Huntsville, TX 77320
REV#
INLET PROTECTION BARRIERS FOR STAGE I INLETS
CITY OF HUNTSVILLE STANDARD DETAILS
ISSUER
MAM
DATE
08/10/2018
APPROVER SHEET
SWC-36
47503 October 23
KS
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AutoCAD SHX Text 87630
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JAMES L. BIELSTEIN
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PAVEMENT DETAIL 3
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| Sheets and Views |
| 67 SANITARY DETAIL 10 |
| 68 SEWER DETAIL 1 |
| 69 WATER DETAIL 1 |
| 70 WATER DETAIL 2 |
| 71 WATER DETAIL 3 |
| 72 WATER DETAIL 4 |
| 73 WATER DETAIL 5 |
| 74 SWC DETAIL |
| 75 PAVEMENT DETAIL |
| 76 PAVEMENT DETAIL 2 |
| 77 PAVEMENT DETAIL 3 |
File details come from the government source that posted it. Updated .